analisa 2007

DAFTAR ANALISA HARGA SATUANURAIAN KOEF. SAT. H. SATUAN J. HARGA

SNI. 01-2007 1 m Pembuatan Pagar Sementara Dari Seng Tinggi 2 m - Kayu Dolken 8 - 10 cm, pj 4 m 1.1500 Btg - Semen PC 1.5000 Kg - Seng Gelombang BJLS 20 1.2000 Lbr M3 - Pasir Beton 0.0030 M3 - Batu Split 2-3 0.0050 M3 - Kayu 5/7 Klass III 0.0080 - Paku Seng 0.0600 Kg - Paku Kayu 0.0600 Kg M3 - Residu 0.4500 - Tukang 0.1000 Oh - Pekerja 0.2000 Oh - Kepala Tukang 0.0100 Oh - Mandor 0.0010 Oh

x x x x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

40,000.00 1,000.00 45,000.00 128,000.00 150,000.00 2,800,000.00 25,000.00 18,000.00 5,000.00 70,000.00 46,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

46,000.00 1,500.00 54,000.00 384.00 750.00 22,400.00 1,500.00 1,080.00 2,250.00 7,000.00 9,200.00 825.00 62.50 146,951.50 146,951.50

SNI. 02-2007 1 m Pengukuran dan pemasangan bouwplank Kayu 5/7 Klass III Paku Kayu Kayu Papan Bouwplank 3/20 Klass III Tukang Pekerja Kepala Tukang Mandor 0.012 0.020 0.007 0.100 0.100 0.010 0.005 M3 Kg M3 Oh Oh Oh Oh x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 2,800,000.00 18,000.00 2,800,000.00 70,000.00 46,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 33,600.00 360.00 19,600.00 7,000.00 4,600.00 825.00 312.50 66,297.50 66,298.00

SNI. 03-2007 1 M3 Galian tanah biasa sedalam 1 meter - Pekerja - Mandor

0.263 0.026

Oh Oh

x x

Rp. Rp.

46,000.00 62,500.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp. Rp

12,098.00 1,625.00 13,723.00 13,723.00

SNI. 04-2007 1 M3 Galian tanah biasa sedalam 2 meter - Pekerja - Mandor 0.526 0.052 Oh Oh x x Rp. Rp. 46,000.00 62,500.00 Jumlah Dibulatkan = = = Rp. Rp. Rp. Rp 24,196.00 3,250.00 27,446.00 27,446.00

SNI. 05-2007 1 M3 Galian tanah biasa sedalam 3 meter - Pekerja - Mandor 0.735 0.073 Oh Oh x x Rp. Rp. 46,000.00 62,500.00 Jumlah Dibulatkan = = = Rp. Rp. Rp. Rp 33,810.00 4,562.50 38,372.50 38,373.00

Hal. 1 of 22

URAIAN SNI. 06-2007 1 M3 Galian tanah biasa sedalam 4 meter - Pekerja - Mandor

KOEF.

SAT.

H. SATUAN

J. HARGA

1.052 0.104

Oh Oh

x x

Rp. Rp.

46,000.00 62,500.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp. Rp

48,392.00 6,500.00 54,892.00 54,892.00

SNI. 07-2007 1 M3 Urugan kembali tanah bekas galian - Pekerja - Mandor 0.192 0.019 Oh Oh x x Rp. Rp. 46,000.00 62,500.00 Jumlah Dibulatkan = = = Rp. Rp. Rp. Rp 8,832.00 1,187.50 10,019.50 10,020.00

SNI. 08-2007 1 M3 Urugan Tanah bawah lantai - Tanah Timbun/Urug - Pekerja - Mandor

1.200 0.300 0.010

M3 Oh Oh

x x x

Rp. Rp. Rp.

43,000.00 46,000.00 62,500.00 Jumlah Dibulatkan

Rp Rp Rp Rp Rp

51,600.00 13,800.00 625.00 66,025.00 66,025.00

SNI. 09-2007 1 M3 Urugan pasir Pasir urug Pekerja Mandor 1.200 0.300 0.010 M3 Oh Oh x x x Rp. Rp. Rp. 111,000.00 46,000.00 62,500.00 Jumlah Dibulatkan = = = = = Rp. Rp. Rp. Rp. Rp. 133,200.00 13,800.00 625.00 147,625.00 147,625.00

SNI. 10-2007 1 M3 Pasang Aanstamping batu gunung/kali Batu Gunung/Kali Pasir urug Pekerja Tukang Kepala Tukang Mandor 1.200 0.300 0.780 0.390 0.039 0.039 M3 M3

x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp.

120,000.00 111,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

144,000.00 33,300.00 35,880.00 27,300.00 3,217.50 2,437.50 246,135.00 246,135.00

Oh Oh Oh Oh

SNI. 11-2007 1 M3 Pasang pondasi batu gunung/kali, 1 Pc : 4 Ps Batu Gunung/Kali Semen Portland Pasir Pasang Pekerja Tukang Kepala Tukang Mandor 1.100 163.000 0.520 1.500 0.600 0.080 0.075 M3 Kg M3 Oh Oh Oh Oh x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 120,000.00 1,000.00 114,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 132,000.00 163,000.00 59,280.00 69,000.00 42,000.00 6,600.00 4,687.50 476,567.50 476,568.00

Hal. 2 of 22

URAIAN SNI. 12-2007

KOEF.

SAT.

H. SATUAN

J. HARGA

1 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps - Batu bata 170.000 - Semen portland 37.900 Pasir pasang Pekerja Tukang Kepala Tukang Mandor 0.076 0.640 0.200 0.020 0.030

Bh Kg M3 Oh Oh Oh Oh

x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

550.00 1,000.00 114,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

93,500.00 37,900.00 8,664.00 29,440.00 14,000.00 1,650.00 1,875.00 187,029.00 187,029.00

SNI. 13-2007 1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps - Batu bata 85.000 - Semen portland 18.950 Pasir pasang Pekerja Tukang Kepala Tukang Mandor 0.038 0.320 0.100 0.010 0.015 Bh Kg M3 Oh Oh Oh Oh x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 550.00 1,000.00 114,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 46,750.00 18,950.00 4,332.00 14,720.00 7,000.00 825.00 937.50 93,514.50 93,515.00

SNI. 14-2007 1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps - Batu bata 85.000 - Semen portland 11.500 Pasir pasang Pekerja Tukang Kepala Tukang Mandor 0.043 0.320 0.100 0.010 0.015 Bh Kg M3 Oh Oh Oh Oh x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 550.00 1,000.00 114,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 46,750.00 11,500.00 4,902.00 14,720.00 7,000.00 825.00 937.50 86,634.50 86,635.00

SNI. 15-2007 1 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mm - Semen portland Pasir pasang Pekerja Tukang Kepala Tukang Mandor 8.520 0.017 0.200 0.150 0.015 0.010 Kg M3 Oh Oh Oh Oh x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. 1,000.00 114,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 8,520.00 1,938.00 9,200.00 10,500.00 1,237.50 625.00 32,020.50 32,021.00

Hal. 3 of 22

URAIAN SNI. 16-2007 1 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm - Semen portland Pasir pasang Pekerja Tukang Kepala Tukang Mandor

KOEF.

SAT.

H. SATUAN

J. HARGA

5.200 0.02 0.200 0.150 0.015 0.010

Kg M3

x x x x x x



= = = = = = = =


5,200.00 2,280.00 9,200.00 10,500.00 1,237.50 625.00 29,042.50 29,043.00

Oh Oh Oh Oh

SNI. 17-2007 1 M Membuat beton, 1 Pc : 3 Ps : 5 Kr - Semen portland - Pasir beton - Koral beton 2-3 - Pekerja - Tukang - Kepala Tukang - Mandor

218.000 0.520 0.870 1.650 0.250 0.025 0.080

Kg M M Oh Oh Oh Oh

x x x x x x x


1,000.00 128,000.00 150,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = =


218,000.00 66,560.00 130,500.00 75,900.00 17,500.00 2,062.50 5,000.00 515,522.50 515,523.00

SNI. 18-2007 1 M3 Beton Cor pondasi cyclopen 30 % batu gunung/kali ( K 100 ) Batu Gunung / Kali / batu Belah Semen portland Pasir beton Kerikil beton Pekerja Tukang Kepala Tukang Mandor 0.300 230.000 0.458 0.491 3.000 0.850 0.085 0.150 M3 Kg M3 M3 Oh Oh Oh Oh x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 120,000.00 1,000.00 128,000.00 128,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 36,000.00 230,000.00 58,605.71 62,814.81 138,000.00 59,500.00 7,012.50 9,375.00 565,308.03 565,308.00

SNI. 19-2007 1 Kg Pembesian dengan besi polos - Besi beton polos - Kawat beton - Pekerja - Tukang - Kepala tukang - Mandor

1.050 0.015 0.007 0.007 0.0007 0.0003

Kg Kg Oh Oh Oh Oh

x x x x x x



= = = = = = = =


11,550.00 270.00 322.00 490.00 57.75 18.75 12,708.50 12,709.00

Hal. 4 of 22

URAIAN SNI. 20-2007 1 Kg Pembesian dengan besi ulir - Besi beton ulir - Kawat beton - Pekerja - Tukang - Kepala tukang - Mandor

KOEF.

SAT.

H. SATUAN

J. HARGA

1.050 0.015 0.007 0.007 0.0007 0.0003

Kg Kg Oh Oh Oh Oh

x x x x x x



= = = = = = = =


14,175.00 270.00 322.00 490.00 57.75 18.75 15,333.50 15,334.00

SNI. 21-2007 1 M Pasang bekisting untuk pondasi - Kayu terentang - Paku Kayu - Minyak bekisting - Pekerja - Tukang - Kepala tukang - Mandor

0.040 0.300 0.100 0.300 0.260 0.026 0.005

M Kg Lt Oh Oh Oh Oh

x x x x x x x


2,800,000.00 18,000.00 5,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = =


112,000.00 5,400.00 500.00 13,800.00 18,200.00 2,145.00 312.50 152,357.50 152,358.00

SNI. 22-2007 1 M Pasang bekisting untuk dinding - Kayu terentang - Paku Kayu - Minyak bekisting - Kayu Klas III ( Borneo / dll ) - Multiplek tebal 9 mm - Dolken kayu 8 - 10 x 4 m - Formite/penjaga jarak bekisting/spacer - Pekerja - Tukang - Kepala tukang - Mandor

0.030 0.400 0.200 0.020 0.350 3.000 4.000 0.320 0.330 0.033 0.006

M Kg Lt M Lbr Btg Bh Oh Oh Oh Oh

x x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

2,800,000.00 18,000.00 5,000.00 2,800,000.00 134,000.00 40,000.00 500.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

84,000.00 7,200.00 1,000.00 56,000.00 46,900.00 120,000.00 2,000.00 14,720.00 23,100.00 2,722.50 375.00 358,017.50 358,018.00

SNI. 23-2007 1 M Pasang bekisting untuk sloof - Kayu terentang - Paku Kayu - Minyak bekisting - Pekerja - Tukang - Kepala tukang - Mandor

0.045 0.300 0.100 0.300 0.260 0.026 0.005

M Kg Lt Oh Oh Oh Oh

x x x x x x x


2,800,000.00 18,000.00 5,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = =


126,000.00 5,400.00 500.00 13,800.00 18,200.00 2,145.00 312.50 166,357.50 166,358.00

Hal. 5 of 22

URAIAN SNI. 24-2007 1 M Pasang bekisting untuk kolom - Kayu terentang - Paku Kayu - Minyak bekisting - Kayu Klas III ( Borneo / dll ) - Multiplek tebal 9 mm - Dolken kayu 8 - 10 x 4 m - Pekerja - Tukang - Kepala tukang - Mandor

KOEF.

SAT.

H. SATUAN

J. HARGA

0.040 0.400 0.200 0.015 0.350 2.000 0.300 0.330 0.033 0.006

M Kg Lt M Lbr Btg Oh Oh Oh Oh

x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

2,800,000.00 18,000.00 5,000.00 2,800,000.00 134,000.00 40,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

112,000.00 7,200.00 1,000.00 42,000.00 46,900.00 80,000.00 13,800.00 23,100.00 2,722.50 375.00 329,097.50 329,098.00

SNI. 25-2007 1 M Pasang bekisting untuk balok - Kayu terentang - Paku Kayu - Minyak bekisting - Kayu Klas III ( Borneo / dll ) - Multiplek tebal 9 mm - Dolken kayu 8 - 10 x 4 m - Pekerja - Tukang - Kepala tukang - Mandor

0.040 0.400 0.200 0.018 0.350 2.000 0.300 0.330 0.033 0.006


x x x x x x x x x x



= = = = = = = = = = = =


112,000.00 7,200.00 1,000.00 50,400.00 46,900.00 80,000.00 13,800.00 23,100.00 2,722.50 375.00 337,497.50 337,498.00

SNI. 26-2007 1 M Pasang bekisting untuk lantai - Kayu terentang - Paku Kayu - Minyak bekisting - Kayu Klas III ( Borneo / dll ) - Multiplek tebal 9 mm - Dolken kayu 8 - 10 x 4 m - Pekerja - Tukang - Kepala tukang - Mandor

0.040 0.400 0.200 0.015 0.350 6.000 0.320 0.330 0.033 0.006


x x x x x x x x x x



= = = = = = = = = = = =


112,000.00 7,200.00 1,000.00 42,000.00 46,900.00 240,000.00 14,720.00 23,100.00 2,722.50 375.00 490,017.50 490,018.00

Hal. 6 of 22

URAIAN SNI. 27-2007 1 M Pasang bekisting untuk tangga - Kayu terentang - Paku Kayu - Minyak bekisting - Kayu Klas III ( Borneo / dll ) - Multiplek tebal 9 mm - Dolken kayu 8 - 10 x 4 m - Pekerja - Tukang - Kepala tukang - Mandor

KOEF.

SAT.

H. SATUAN

J. HARGA

0.030 0.400 0.150 0.015 0.350 2.000 0.320 0.330 0.033 0.006


x x x x x x x x x x



= = = = = = = = = = = =


84,000.00 7,200.00 750.00 42,000.00 46,900.00 80,000.00 14,720.00 23,100.00 2,722.50 375.00 301,767.50 301,768.00

SNI. 28-2007 1 M Membuat beton dengan mutu K 275 - Semen portland - Pasir beton - Kerikil beton - Pekerja - Tukang - Kepala tukang - Mandor

406.000 0.489 0.760 1.650 0.275 0.028 0.083

Kg M M Oh Oh Oh Oh

x x x x x x x



= = = = = = = = =


412,090.00 56,674.29 306,280.00 75,900.00 19,250.00 2,310.00 5,187.50 877,691.79 877,692.00

SNI. 29-2007 1 M Membuat beton dengan mutu K 250 - Semen portland - Pasir beton - Koral beton 2/3 - Pekerja - Tukang - Kepala tukang - Mandor

384.000 0.494 0.770 1.650 0.275 0.028 0.083

Kg M M Oh Oh Oh Oh

x x x x x x x



= = = = = = = = =


389,760.00 57,337.14 31,016.07 75,900.00 19,250.00 2,310.00 5,187.50 580,760.72 580,761.00

SNI. 30-2007 1 M Membuat beton dengan mutu K 225 - Semen portland - Pasir beton - Koral beton 2/3 - Pekerja - Tukang - Kepala tukang - Mandor

371.000 0.499 0.776 1.650 0.275 0.028 0.083

Kg M M Oh Oh Oh Oh

x x x x x x x



= = = = = = = = =


376,565.00 57,834.29 31,254.89 75,900.00 19,250.00 2,310.00 5,187.50 568,301.67 568,302.00

Hal. 7 of 22

URAIAN SNI. 31-2007 1 m3 Beton bertulang dinding sumuran - Beton K 250 SNI 30-2007 - Besi Beton Polos SNI 19 - 2007 a - Bekisting Dinding SNI 23-2007

KOEF.

SAT.

H. SATUAN

J. HARGA

1.000 #REF! #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!

SNI. 32-2007 1 m3 Beton bertulang pondasi tapak 225 x 450 cm type P1 Beton K 250 SNI 30-2007 1.000 m3 Besi Beton Ulir SNI 19 - 2007 b #REF! kg Besi Beton Polos SNI 19 - 2007 a #REF! kg Bekisting Pondasi SNI 21-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.

580,761.00 15,334.00 12,709.00 358,018.00 Jumlah Dibulatkan

= = = = = =


580,761.00 #REF! #REF! #REF! #REF! #REF!

SNI. 33-2007 1 m3 Beton bertulang pondasi tapak 250 x 250 cm type P2 - Beton K 250 SNI 30-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Pondasi SNI 21-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =




x x x x

Rp. Rp. Rp. Rp.


= = = = = =




x x x x

Rp. Rp. Rp. Rp.


= = = = = =




x x x x

Rp. Rp. Rp. Rp.


= = = = = =



Hal. 8 of 22

URAIAN

KOEF.

SAT.

H. SATUAN

J. HARGA

SNI. 37-2007 1 m3 Beton bertulang pondasi tapak 750 x 295 cm type P6 - Beton K 250 SNI 30-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Pondasi SNI 21-2007 7.000 m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =


580,761.00 #REF! #REF! 2,506,126.00 #REF! #REF!

SNI. 38-2007 1 m3 Beton bertulang sloof 25/40 cm - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Sloof SNI 23-2007

1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =




1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =




1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 41-2007 a 1 m3 Beton bertulang kolom 40 x 50 cm type KA3 (hoop) - Beton K 250 SNI 30-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Kolom SNI 24-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 42-2007 b 1 m3 Beton bertulang kolom 40 x 50 cm type KA3 (no hoop) - Beton K 250 SNI 30-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Kolom SNI 24-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



Hal. 9 of 22

URAIAN

KOEF.

SAT.

H. SATUAN

J. HARGA

SNI. 43-2007 c 1 m3 Beton bertulang kolom 40 x 50 cm type KAA (hoop) - Beton K 250 SNI 30-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Kolom SNI 24-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 44-2007 d 1 m3 Beton bertulang kolom 40 x 50 cm KAA (no hoop) - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b #REF! - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Kolom SNI 24-2007 #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 44-2007 e 1 m3 Beton bertulang kolom 40 x 50 cm KB2 (hoop) - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b #REF! - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Kolom SNI 24-2007 #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 44-2007 f 1 m3 Beton bertulang kolom 40 x 50 cm KB2 (no hoop) - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b #REF! - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Kolom SNI 24-2007 #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 44-2007 g 1 m3 Beton bertulang kolom 40 x 50 cm KBB - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Kolom SNI 24-2007

(hoop) 1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 44-2007 h 1 m3 Beton bertulang kolom 40 x 50 cm KBB - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Kolom SNI 24-2007

(no hoop) 1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



Hal. 10 of 22

URAIAN SNI. 44-2007 i 1 m3 Beton bertulang kolom 40 x 50 cm KC2 - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Kolom SNI 24-2007

KOEF.

SAT.

H. SATUAN

J. HARGA

1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 45-2007 a 1 m3 Beton bertulang kolom 40 x 40 cm type KA2 - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b #REF! - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Kolom SNI 24-2007 #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 45-2007 b 1 m3 Beton bertulang kolom 40 x 40 cm type KB1 (hoop) - Beton K 250 SNI 30-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Kolom SNI 24-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 45-2007 c 1 m3 Beton bertulang kolom 40 x 40 cm type KB1 (no hoop) - Beton K 250 SNI 30-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Kolom SNI 24-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 45-2007 d 1 m3 Beton bertulang kolom 40 x 40 cm type KC1 - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b #REF! - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Kolom SNI 24-2007 #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 46-2007 1 m3 Beton bertulang kolom 30 x 30 cm type KA1 - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b #REF! - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Kolom SNI 24-2007 #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



Hal. 11 of 22

URAIAN

KOEF.

SAT.

H. SATUAN

J. HARGA

SNI. 47-2007 a 1 m3 Beton bertulang kolom Praktis 13 x 13 cm type KP1 - Beton K 225 SNI 29-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b #REF! kg - Besi Beton Polos SNI 19 - 2007 a #REF! kg - Bekisting Kolom SNI 24-2007 #REF! m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 47-2007 b 1 m3 Beton bertulang kolom Praktis 15 x 15 cm type KP3 - Beton K 225 SNI 29-2007 1.000 m3 - Besi Beton Ulir SNI 19 - 2007 b 0.000 kg - Besi Beton Polos SNI 19 - 2007 a 0.000 kg - Bekisting Kolom SNI 24-2007 0.000 m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =


580,761.00 0.00 0.00 0.00 580,761.00 580,761.00

SNI. 48-2007 a 1 m3 Beton bertulang kolom Praktis 13 x 27 type Kp2 - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b #REF! - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Kolom SNI 24-2007 #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 48-2007 b 1 m3 Beton bertulang kolom Praktis 15 x 27 type KP4 - Beton K 250 SNI 30-2007 1.000 - Besi Beton Ulir SNI 19 - 2007 b 0.000 - Besi Beton Polos SNI 19 - 2007 a 0.000 - Bekisting Kolom SNI 24-2007 0.000

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =


580,761.00 0.00 0.00 0.00 580,761.00 580,761.00

SNI. 50-2007 1 m3 Beton bertulang Balok 30 x 50 cm - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Balok SNI 25-2007

1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 51-2007 1 m3 Beton bertulang Balok 25x 50 cm - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Balok SNI 25-2007

1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



Hal. 12 of 22

URAIAN SNI. 52-2007 1 m3 Beton bertulang Balok 25 x 35 cm - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Balok SNI 25-2007

KOEF.

SAT.

H. SATUAN

J. HARGA

1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 53-2007 1 m3 Beton bertulang balok 20/30 cm - Beton K 250 SNI 30-2007 - Besi Beton Ulir SNI 19 - 2007 b - Besi Beton Polos SNI 19 - 2007 a - Bekisting Balok SNI 25-2007

1.000 #REF! #REF! #REF!

m3 kg kg m2

x x x x

Rp. Rp. Rp. Rp.


= = = = = =



SNI. 54-2007 1 m3 Beton bertulang atap cantilever t = 10 cm - Beton K 250 SNI 30-2007 1.000 - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Lantai SNI 26-2007 #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!

SNI. 55-2007 1 m3 Beton bertulang plat tangga dan bordes - Beton K 250 SNI 30-2007 1.000 - Besi Beton Polos SNI 19 - 2007 a #REF! - Bekisting Tangga SNI 27-2007 #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!

SNI. 56-2007 1 m3 Beton bertulang plat lantai, Teb. 12 cm - Beton K 250 SNI 30-2007 - Besi Beton Polos SNI 19 - 2007 a - Bekisting Lantai SNI 26-2007

1.000 #REF! 8.333

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! 4,083,483.33 #REF! #REF!

SNI. 57-2007 1 m3 Beton bertulang Balok Latai 10/15 cm - Beton K 225 SNI 29-2007 - Besi Beton Polos SNI 19 - 2007 a - Bekisting Balok SNI 25-2007

1.000 #REF! #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!

Hal. 13 of 22

URAIAN SNI. 59-2007 1 m3 Beton bertulang Ring Balok 15/25 cm - Beton K 225 SNI 29-2007 - Besi Beton Polos SNI 19 - 2007 a - Bekisting Balok SNI 25-2007

KOEF.

SAT.

H. SATUAN

J. HARGA

1.000 #REF! #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!

SNI. 60-2007 1 m3 Beton bertulang Ring Balok 25/40 cm - Beton K 225 SNI 29-2007 - Besi Beton Polos SNI 19 - 2007 a - Bekisting Balok SNI 25-2007

1.000 #REF! #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!


1.000 #REF! #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!


1.000 #REF! #REF!

m3 kg m2

x x x

Rp. Rp. Rp.


= = = = =

Rp. Rp. Rp. Rp. Rp.

580,761.00 #REF! #REF! #REF! #REF!

SNI. 63-2007 1 M2 Pasang lantai keramik 60 x 60 cm Esenza Keramik 60 x 60 cm Esenza Semen portland Pasir pasang Semen warna Pekerja Tukang Kepala tukang Mandor 1.000 10.000 0.045 1.500 0.700 0.350 0.035 0.035 m2 Kg M3 Kg Oh Oh Oh Oh x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 185,000.00 1,000.00 114,000.00 1,982.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 185,000.00 10,000.00 5,130.00 2,973.00 32,200.00 24,500.00 2,887.50 2,187.50 264,878.00 264,878.00

Hal. 14 of 22

URAIAN SNI. 64-2007

KOEF.

SAT.

H. SATUAN

J. HARGA

1 M2 Pasang lantai keramik 60 x 60 cm Esenza Anti slip Keramik 60 x 60 cm Esenza anti slip Semen portland Pasir pasang Semen warna Pekerja Tukang Kepala tukang Mandor 1.000 10.000 0.045 1.500 0.700 0.350 0.035 0.035 m2 Kg M3 Kg Oh Oh Oh Oh x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 195,000.00 1,000.00 114,000.00 1,982.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 195,000.00 10,000.00 5,130.00 2,973.00 32,200.00 24,500.00 2,887.50 2,187.50 274,878.00 274,878.00

SNI. 65-2007 1 M Pasang Step Nosing Tangga 10 x 60 cm - keramik step nosing 10 x 60 cm - Semen portland Pasir pasang Semen warna Pekerja Tukang Kepala tukang Mandor

1.000 3.200 0.025 0.200 0.062 0.035 0.004 0.005

m Kg M3 Kg Oh Oh Oh Oh

x x x x x x x x


10,000.00 1,000.00 114,000.00 1,982.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = = =


10,000.00 3,200.00 2,850.00 396.40 2,852.00 2,450.00 330.00 312.50 22,390.90 22,391.00

SNI. 66-2007 1 M2 Pasang lantai keramik KM/WC 20 x 20 cm Anti slip Keramik 20 x 20 cm Esenza anti slip Semen portland Pasir pasang Semen warna Pekerja Tukang Kepala tukang Mandor 1.000 10.400 0.045 1.620 0.700 0.350 0.035 0.035 m2 Kg M3 Kg Oh Oh Oh Oh x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 45,000.00 1,000.00 114,000.00 1,982.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 45,000.00 10,400.00 5,130.00 3,210.84 32,200.00 24,500.00 2,887.50 2,187.50 125,515.84 125,516.00

SNI. 67-2007 1 M Pasang dinding keramik KM/WC 20 x 25 cm Keramik dinding 20 x 25 cm Semen portland Pasir pasang Semen warna Pekerja Tukang Kepala tukang Mandor 1.000 9.300 0.045 1.620 0.700 0.350 0.035 0.035 m2 Kg M3 Kg Oh Oh Oh Oh x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 50,000.00 1,000.00 114,000.00 1,982.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 50,000.00 9,300.00 5,130.00 3,210.84 32,200.00 24,500.00 2,887.50 2,187.50 129,415.84 129,416.00

Hal. 15 of 22

URAIAN

KOEF.

SAT.

H. SATUAN

J. HARGA

SNI. 68-2007 1 M Pasang Plafond Gypsum 9 mm + Rangka Metal Furing ( tinggi 4 m ) - Rangka Metal Furing 5.000 m1 x Rp. - Gypsum Board 9 mm 0.350 Lbr x Rp. - Paku Gypsum 0.060 Kg x Rp. - Pekerja 0.600 Oh x Rp. - Tukang 0.400 Oh x Rp. - Kepala tukang 0.040 Oh x Rp. - Mandor 0.014 Oh x Rp. - Alat Bantu Pemasangan Plafond Lt.I 1.000 Ls x Rp.


= = = = = = = = = =


20,000.00 24,500.00 4,200.00 27,600.00 28,000.00 3,300.00 843.75 3,000.00 111,443.75 111,444.00

SNI. 69-2007 1 M Pasang Plafond Gypsum 9 mm + Rangka Metal Furing ( tinggi 8 m ) - Rangka Metal Furing 5.000 m1 x Rp. - Gypsum Board 9 mm 0.350 Lbr x Rp. - Paku Gypsum 0.060 Kg x Rp. - Pekerja 0.440 Oh x Rp. - Tukang 0.700 Oh x Rp. - Kepala tukang 0.070 Oh x Rp. - Mandor 0.027 Oh x Rp. - Alat Bantu Pemasangan Plafond Lt.II 1.000 Ls x Rp.


= = = = = = = = = =


20,000.00 24,500.00 4,200.00 20,240.00 49,000.00 5,775.00 1,687.50 5,000.00 130,402.50 130,403.00

SNI. 70-2007 1 M Pasang Plafond Gypsum 9 mm + Rangka Metal Furing ( tinggi 12 m ) - Rangka Metal Furing 5.000 m1 x Rp. - Gypsum Board 9 mm 0.350 Lbr x Rp. - Paku Gypsum 0.060 Kg x Rp. - Pekerja 0.540 Oh x Rp. - Tukang 0.800 Oh x Rp. - Kepala tukang 0.080 Oh x Rp. - Mandor 0.027 Oh x Rp. - Alat Bantu Pemasangan Plafond Lt.III 1.000 Ls x Rp.


= = = = = = = = = =


20,000.00 24,500.00 4,200.00 24,840.00 56,000.00 6,600.00 1,687.50 7,000.00 144,827.50 144,828.00

SNI. 71-2007 1 M Pasang List Profil Gypsum 10 cm - List Gypsum 10 cm - Paku Gypsum - Pekerja - Tukang - Kepala tukang - Mandor

1.100 0.010 0.050 0.050 0.005 0.003

m1 Kg Oh Oh Oh Oh

x x x x x x



= = = = = = = =


11,000.00 700.00 2,300.00 3,500.00 412.50 187.50 18,100.00 18,100.00

Hal. 16 of 22

URAIAN

KOEF.

SAT.

H. SATUAN

J. HARGA

SNI. 72-2007 1 M Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup) - Plamir 0.100 Kg x Rp. 11,500.00 - Cat dasar 0.100 Kg x Rp. 22,000.00 - Cat penutup 0.260 Kg x Rp. 26,000.00 - Pekerja 0.100 Oh x Rp. 46,000.00 - Tukang 0.080 Oh x Rp. 70,000.00 - Kepala tukang 0.008 Oh x Rp. 82,500.00 - Mandor 0.080 Oh x Rp. 62,500.00 Jumlah Dibulatkan SNI. 73-2007 1 M Pengecatan plafond gypsum - Cat dasar - Cat penutup - Compond gypsum - Kain kasa - Kertas amplas - Pekerja - Tukang - Kepala tukang - Mandor

= = = = = = = = =


1,150.00 2,200.00 6,760.00 4,600.00 5,600.00 660.00 5,000.00 25,970.00 25,970.00

0.200 0.360 0.100 0.050 0.700 0.100 0.080 0.008 0.080

kg kg kg rol lbr Oh Oh Oh Oh

x x x x x x x x x


22,000.00 26,000.00 6,500.00 15,000.00 3,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

4,400.00 9,360.00 650.00 750.00 2,100.00 4,600.00 5,600.00 660.00 5,000.00 33,120.00 33,120.00

SNI. 74-2007 1 M Pengecatan Kayu - Cat meni - Plamir - Cat kayu dasar - Cat kayu mengkilat - Pekerja - Tukang - Kepala tukang - Mandor

0.200 0.150 0.170 0.260 0.100 0.080 0.008 0.080

Kg Kg Kg Kg Oh Oh Oh Oh

x x x x x x x x



= = = = = = = = = =


4,200.00 1,725.00 4,760.00 9,100.00 4,600.00 5,600.00 660.00 5,000.00 35,645.00 35,645.00

SNI. 75-2007 1 m' Supply & Pasang Pipa PVC Dia. 4" - Pipa PVC 4" - Accessories Pipa Lengkap Terpasang - Pekerja - Tukang - Kepala Tukang - Mandor

1.1000 1.0000 0.0210 0.0350 0.0035 0.0021

M Ls Oh Oh Oh Oh

x x x x x x


31,034.48 500.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = =


34,137.93 500.00 966.00 2,450.00 288.75 131.25 38,473.93 38,474.00

Hal. 17 of 22

URAIAN SNI. 76-2007 1 m' Supply & Pasang Pipa PVC Dia. 3" - Pipa PVC 3" - Accessories Pipa Lengkap Terpasang - Pekerja - Tukang - Kepala Tukang - Mandor

KOEF.

SAT.

H. SATUAN

J. HARGA

1.2000 1.0000 0.0210 0.0350 0.0035 0.0021

M Ls Oh Oh Oh Oh

x x x x x x



= = = = = = = =


22,758.62 500.00 966.00 2,450.00 288.75 131.25 27,094.62 27,095.00

SNI. 77-2007 1 m' Supply & Pasang Pipa PVC Dia. 3/4" - Pipa PVC 3/4" - Accessories Pipa Lengkap Terpasang - Pekerja - Tukang - Kepala Tukang - Mandor

1.2000 1.0000 0.0210 0.0350 0.0035 0.0021

M Ls Oh Oh Oh Oh

x x x x x x



= = = = = = = =


5,172.41 500.00 966.00 2,450.00 288.75 131.25 9,508.41 9,508.00

SNI. 78-2007 1 Bh Pasang Kran Janitor Toto 1/2" - Kran Janitor Toto 1/2" - Seal Tape - Pekerja - Tukang - Kepala Tukang - Mandor 1.0000 0.2500 0.0100 0.1000 0.0100 0.0050 Bh Bh Oh Oh Oh Oh x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. 45,000.00 5,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 45,000.00 1,250.00 460.00 7,000.00 825.00 312.50 54,847.50 54,848.00

SNI. 79-2007 1 Bh Pasang Floor Drain Stailess Steel - Floor Drain - Pekerja - Tukang - Kepala Tukang - Mandor

1.0000 0.0100 0.1000 0.0100 0.0050

Bh Oh Oh Oh Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.

50,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = =


50,000.00 460.00 7,000.00 825.00 312.50 58,597.50 58,598.00

SNI. 80-2007 1 Bh Doop Penguras Bak Dari Kuningan - Doop Kuningan - Seal Tape - Pekerja - Tukang - Kepala Tukang - Mandor

1.0000 0.2500 0.0100 0.1000 0.0100 0.0050

Bh Bh Oh Oh Oh Oh

x x x x x x



= = = = = = = =


50,000.00 1,250.00 460.00 7,000.00 825.00 312.50 59,847.50 59,848.00

Hal. 18 of 22

URAIAN SNI. 81-2007 1 Bh Pasang Kloset Duduk Toto - Kloset Duduk Toto/Setara - Perlengkapan (30 % harga kloset) - Pekerja - Tukang - Kepala Tukang - Mandor

KOEF.

SAT.

H. SATUAN

J. HARGA

1.0000 0.3000 3.3000 1.1000 0.0010 0.1600

Bh Ls Oh Oh Oh Oh

x x x x x x


1,000,000.00 1,000,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = =


1,000,000.00 300,000.00 151,800.00 77,000.00 82.50 10,000.00 1,538,882.50 1,538,883.00

SNI. 82-2007 1 Bh Pasang Wastafel Merk KIA Setara - Wastafel KIA Setara - Perlengkapan (30 % harga wastafel) - Pekerja - Tukang - Kepala Tukang - Mandor

1.0000 0.3000 1.0000 1.0000 0.1000 0.1000

Bh Ls Oh Oh Oh Oh

x x x x x x


1,000,000.00 1,000,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = =


1,000,000.00 300,000.00 46,000.00 70,000.00 8,250.00 6,250.00 1,430,500.00 1,430,500.00

SNI. 83-2007 1 Bh Pasang Urinoir Toto/Setara - Urinoir Toto/Setara - Perlengkapan (30 % harga urinoir) - Pekerja - Tukang - Kepala Tukang - Mandor

1.0000 0.3000 1.0000 1.0000 0.1000 0.1000

Bh Ls Oh Oh Oh Oh

x x x x x x



= = = = = = = =


850,000.00 255,000.00 46,000.00 70,000.00 8,250.00 6,250.00 1,235,500.00 1,235,500.00

SNI. 84-2007 1 Bh Pasang Tempat Sabun Keramik - Tempat Sabun Keramik - Pekerja - Tukang - Kepala Tukang - Mandor

1.0000 0.0100 0.1000 0.0100 0.0050

Bh Oh Oh Oh Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.


= = = = = = =


50,000.00 460.00 7,000.00 825.00 312.50 58,597.50 58,598.00

SNI. 85-2007 1 M Pasang Listplank (2,5x25 cm) Kayu Klass II - Papan 2,5x25 cm Kayu Klass II 0.0072 - Paku Kayu 0.0500 - Pekerja 1.0100 - Tukang 0.1000 - Kepala Tukang 0.0100 - Mandor 0.0050

m3 kg Oh Oh Oh Oh

x x x x x x


3,265,000.00 18,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = =


23,508.00 900.00 46,460.00 7,000.00 825.00 312.50 79,005.50 79,006.00

Hal. 19 of 22

URAIAN

KOEF.

SAT.

H. SATUAN

J. HARGA

SNI. 86-2007 1 M Pasang Rabung Seng Genteng Metal 0.35 - Bubungan Seng Genteng 0.35 - Paku Seng - Pekerja - Tukang - Kepala Tukang - Mandor

1.0000 0.2000 0.2000 0.1000 0.0100 0.0010

Lbr Kg Oh Oh Oh Oh

x x x x x x



= = = = = = =


37,000.00 5,000.00 9,200.00 7,000.00 825.00 62.50 59,087.50 59,088.00

SNI. 87-2007 1 M Pasang Atap Seng Genteng Metal 0.30 - Atap Seng Genteng Metal 0.30 - Paku Seng - Pekerja - Tukang - Kepala Tukang - Mandor

1.1600 0.2000 0.2000 0.1000 0.0100 0.0010

bh kg Oh Oh Oh Oh

x x x x x x



= = = = = = = =


75,400.00 5,000.00 9,200.00 7,000.00 825.00 62.50 97,487.50 97,488.00

SNI. 88-2007 1 M Pasang Jurai Dalam Seng BJLS 0.30 - Seng Plat BJLS 0.30 - Papan Kayu Klass II - Cat Meni - Paku Seng - Pekerja - Tukang - Kepala Tukang - Mandor

0.6000 0.0100 1.0000 0.0600 0.6000 0.4000 0.1000 0.0100

m2 kg kg kg Oh Oh Oh Oh

x x x x x x x x


45,000.00 3,265,000.00 21,000.00 25,000.00 46,000.00 70,000.00 82,500.00 62,500.00 Jumlah Dibulatkan

= = = = = = = = = =


27,000.00 32,650.00 21,000.00 1,500.00 27,600.00 28,000.00 8,250.00 625.00 146,625.00 146,625.00

SNI. 89-2007 1 M Water Proofing + Skread ( Lantai & Dinding Lt.III ) - Water Proofing 1.2000 Kg - Pekerja 0.3000 Oh - Tukang 0.2000 Oh - Kepala Tukang 0.0200 Oh - Mandor 0.0150 Oh

x x x x x

Rp. Rp. Rp. Rp. Rp.


= = = = = = =


42,000.00 13,800.00 14,000.00 1,650.00 937.50 72,387.50 72,388.00

Hal. 20 of 22

HARGA UPAH DAN BAHANA. UPAH PEKERJA HARIAN 1 2 3 4 Pekerja Kepala Tukang Mandor Tukang B. HARGA BAHAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Alat Bantu Pemasangan Plafond Lt.I Alat Bantu Pemasangan Plafond Lt.II Alat Bantu Pemasangan Plafond Lt.III Accessories Pipa Lengkap Terpasang Atap Seng Genteng Metal 0.30 Batu bata Batu Gunung (Batu Belah) Besi baja profil Besi beton polos Besi beton ulir Rabung Seng Genteng Metal Multi Roof 035 Cat Dasar Super Vinylex Cat kayu dasar Cat meni Cat kayu mengkilat Cat Super Penutup Super Vinylex Compond Gypsum Dolken kayu 8 - 10 x 4 m Dempul Vinylex Doop Penguras Bak dari Kuningan Formite/penjaga jarak bekisting/spacer Floor Drain Stainless Steel Gypsum Board 9 mm Kain kassa Kawat beton Kayu bekisting Kayu Dolken / Tiang perancah Kayu Klas I (Kayu kosen) Kayu Klas II Kayu Klas III ( Borneo / dll ) Kayu Terentang Kayu Borneo Keramik lantai 60 x 60 cm Esenza Keramik lantai 60 x 60 cm Esenza anti slip Keramik Lantai KM/WC 20 x 20 cm Keramik Dinding KM/WC 20 x 25 cm Kerikil (beton) Kertas amplas Koral beton 2/3 Kran Janitor TOTO 1/2" 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ls Ls Ls Ls Lbr buah m3 kg kg kg Lbr kg kg kg kg kg kg Btg kg Bh buah buah Lbr rol kg m3 btg m3 m3 m3 m3 m3 m2 m2 m2 m2 m3 lembar m3 Bh Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 3,000.00 5,000.00 7,000.00 500.00 65,000.00 550.00 120,000.00 11,000.00 11,000.00 13,500.00 37,000.00 22,000.00 28,000.00 21,000.00 35,000.00 26,000.00 6,500.00 40,000.00 18,000.00 50,000.00 500.00 50,000.00 70,000.00 15,000.00 18,000.00 2,500,000.00 40,000.00 4,000,000.00 3,500,000.00 2,800,000.00 2,800,000.00 2,800,000.00 185,000.00 195,000.00 45,000.00 50,000.00 128,000.00 3,000.00 150,000.00 45,000.00 1.00 1.00 1.00 1.00 hari hari hari hari Rp. Rp. Rp. Rp. 46,000.00 82,500.00 62,500.00 70,000.00

41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74

B. HARGA BAHAN Kloset Duduk Toto / setara List Profil Gypsum 10 cm Minyak bekisting Minyak cat Multiplek tebal 9 mm Multiplek tebal 4 mm Multiplek tebal 3 mm Paku kayu Paku Gypsum Paku Seng Papan kayu bowplak Pasir Beton Pasir pasang Pasir urug Split 2/3 Plamir Plint Keramik 10 x 40 cm Pipa PVC Dia. 4" Pipa PVC Dia. 3" Pipa PVC Dia. 3/4" Accessories Pipa Lengkap Terpasang Rangka Metal Furing Residu Seal Tape Step Nosing Tangga 10 x 60 cm Semen PC Semen Warna Seng Plat BJLS 0.30 Seng Gelombang BJLS 0.20 Tanah Timbun/Urug Tempat Sabun Keramik Urinoir Toto/Setara Wastafel Merk KIA Setara Water Proofing

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Bh m1 ltr ltr lembar lembar lembar kg kg kg m3 m3 m3 m3 m3 kg m2 m1 m1 m1 Ls m1 Ltr Bh m1 kg kg m2 Lbr m3 Bh Bh Bh kg

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

1,000,000.00 10,000.00 5,000.00 16,800.00 134,000.00 64,000.00 50,000.00 18,000.00 70,000.00 25,000.00 2,800,000.00 128,000.00 114,000.00 111,000.00 150,000.00 11,500.00 62,100.00 31,034.48 18,965.52 4,310.34 1,000.00 4,000.00 5,000.00 5,000.00 10,000.00 1,000.00 1,982.00 45,000.00 45,000.00 43,000.00 50,000.00 850,000.00 1,000,000.00 35,000.00

analisa 2007

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